BID SHEET.xls
XLS spreadsheet 60 KB Posted
- Solicitation number
- RFB 605 2300000299 1
- Issued by
- Elliott County, Kentucky
About this file
This bid sheet for RFB-605-2300000299 is a steel reinforcement procurement document organized by twelve districts. The document outlines a comprehensive list of steel reinforcement products and services required across multiple geographic districts, including steel reinforcement bars in sizes #3 through #8 (both uncoated and epoxy coated), tie wire rolls, steel wire ties, rebar chairs, and steel reinforcement bending services. Estimated quantities for rebar products are 1,000 pounds per line item, while accessory items such as tie wire rolls, wire ties, and rebar chairs are estimated at 10 units each, and bending services are estimated at 10 units per size category. The bid sheet structure requires vendors to submit pricing for all 24 line items within each district they wish to bid on, with the evaluation and award process to be determined by the District.
Vendors must provide unit prices for each line item, with extended totals calculated based on estimated quantities. The document explicitly states that vendors are not required to bid on all twelve districts but must bid on all lines within any district they choose to pursue, with non-responsive bids resulting from incomplete district submissions. Award decisions will be made on a district-by-district basis. No specific response dates, due dates, site visits, bidder conferences, award dates, or contract terms are indicated in this bid sheet document; these details would typically be found in the accompanying solicitation notice or specifications documents.
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Text version
Sheet1
| BID SHEET | BID SHEET | ||||||||||||
| RFB-605-2300000299 STEEL REINFORCEMENT | RFB-605-2300000299 STEEL REINFORCEMENT | ||||||||||||
| Award(s) will be based on evaluation by District. Vendors are not required to bid all Districts, however you must bid on all lines within a District to be considered for award. Vendors that do not bid all lines within a District will be rejected and deemed non-responsive. | Award(s) will be based on evaluation by District. Vendors are not required to bid all Districts, however you must bid on all lines within a District to be considered for award. Vendors that do not bid all lines within a District will be rejected and deemed non-responsive. | ||||||||||||
| Line | Description | Est. Qty. | UOM | Unit Price | Extended Total | Line | Description | Est. Qty. | UOM | Unit Price | Extended Total | ||
| DISTRICT 1 | 1 | Steel Reinforcement #3 bar size uncoated | 1000 | LB | DISTRICT 7 | 1 | Steel Reinforcement #3 bar size uncoated | 1000 | LB | ||||
| 2 | Steel Reinforcement #3 bar size epoxy coated | 1000 | LB | 2 | Steel Reinforcement #3 bar size epoxy coated | 1000 | LB | ||||||
| 3 | Steel Reinforcement #4 bar size uncoated | 1000 | LB | 3 | Steel Reinforcement #4 bar size uncoated | 1000 | LB | ||||||
| 4 | Steel Reinforcement #4 bar size epoxy coated | 1000 | LB | 4 | Steel Reinforcement #4 bar size epoxy coated | 1000 | LB | ||||||
| 5 | Steel Reinforcement #5 bar size uncoated | 1000 | LB | 5 | Steel Reinforcement #5 bar size uncoated | 1000 | LB | ||||||
| 6 | Steel Reinforcement #5 bar size epoxy coated | 1000 | LB | 6 | Steel Reinforcement #5 bar size epoxy coated | 1000 | LB | ||||||
| 7 | Steel Reinforcement #6 bar size uncoated | 1000 | LB | 7 | Steel Reinforcement #6 bar size uncoated | 1000 | LB | ||||||
| 8 | Steel Reinforcement #6 bar size epoxy coated | 1000 | LB | 8 | Steel Reinforcement #6 bar size epoxy coated | 1000 | LB | ||||||
| 9 | Steel Reinforcement #7 bar size uncoated | 1000 | LB | 9 | Steel Reinforcement #7 bar size uncoated | 1000 | LB | ||||||
| 10 | Steel Reinforcement #7 bar size epoxy coated | 1000 | LB | 10 | Steel Reinforcement #7 bar size epoxy coated | 1000 | LB | ||||||
| 11 | Steel Reinforcement #8 bar size uncoated | 1000 | LB | 11 | Steel Reinforcement #8 bar size uncoated | 1000 | LB | ||||||
| 12 | Steel Reinforcement #8 bar size epoxy coated | 1000 | LB | 12 | Steel Reinforcement #8 bar size epoxy coated | 1000 | LB | ||||||
| 13 | Tie Wire Roll uncoated | 10 | EA | 13 | Tie Wire Roll uncoated | 10 | EA | ||||||
| 14 | Tie Wire Roll epoxy coated | 10 | EA | 14 | Tie Wire Roll epoxy coated | 10 | EA | ||||||
| 15 | Uncoated Steel Wire Ties | 10 | EA | 15 | Uncoated Steel Wire Ties | 10 | EA | ||||||
| 16 | Epoxy coated Steel Wire Ties | 10 | EA | 16 | Epoxy coated Steel Wire Ties | 10 | EA | ||||||
| 17 | 2" Rebar Chair uncoated | 10 | EA | 17 | 2" Rebar Chair uncoated | 10 | EA | ||||||
| 18 | 2" Rebar Chair epoxy coated | 10 | EA | 18 | 2" Rebar Chair epoxy coated | 10 | EA | ||||||
| 19 | Steel Reinforcement Bending #3 bar size | 10 | EA | 19 | Steel Reinforcement Bending #3 bar size | 10 | EA | ||||||
| 20 | Steel Reinforcement Bending #4 bar size | 10 | EA | 20 | Steel Reinforcement Bending #4 bar size | 10 | EA | ||||||
| 21 | Steel Reinforcement Bending #5 bar size | 10 | EA | 21 | Steel Reinforcement Bending #5 bar size | 10 | EA | ||||||
| 22 | Steel Reinforcement Bending #6 bar size | 10 | EA | 22 | Steel Reinforcement Bending #6 bar size | 10 | EA | ||||||
| 23 | Steel Reinforcement Bending #7 bar size | 10 | EA | 23 | Steel Reinforcement Bending #7 bar size | 10 | EA | ||||||
| 24 | Steel Reinforcement Bending #8 bar size | 10 | EA | 24 | Steel Reinforcement Bending #8 bar size | 10 | EA | ||||||
| District 1 Total | District 7 Total | ||||||||||||
| Line | Description | Est. Qty. | UOM | Unit Price | Extended Total | Line | Description | Est. Qty. | UOM | Unit Price | Extended Total | ||
| DISTRICT 2 | 1 | Steel Reinforcement #3 bar size uncoated | 1000 | LB | DISTRICT 8 | 1 | Steel Reinforcement #3 bar size uncoated | 1000 | LB | ||||
| 2 | Steel Reinforcement #3 bar size epoxy coated | 1000 | LB | 2 | Steel Reinforcement #3 bar size epoxy coated | 1000 | LB | ||||||
| 3 | Steel Reinforcement #4 bar size uncoated | 1000 | LB | 3 | Steel Reinforcement #4 bar size uncoated | 1000 | LB | ||||||
| 4 | Steel Reinforcement #4 bar size epoxy coated | 1000 | LB | 4 | Steel Reinforcement #4 bar size epoxy coated | 1000 | LB | ||||||
| 5 | Steel Reinforcement #5 bar size uncoated | 1000 | LB | 5 | Steel Reinforcement #5 bar size uncoated | 1000 | LB | ||||||
| 6 | Steel Reinforcement #5 bar size epoxy coated | 1000 | LB | 6 | Steel Reinforcement #5 bar size epoxy coated | 1000 | LB | ||||||
| 7 | Steel Reinforcement #6 bar size uncoated | 1000 | LB | 7 | Steel Reinforcement #6 bar size uncoated | 1000 | LB | ||||||
| 8 | Steel Reinforcement #6 bar size epoxy coated | 1000 | LB | 8 | Steel Reinforcement #6 bar size epoxy coated | 1000 | LB | ||||||
| 9 | Steel Reinforcement #7 bar size uncoated | 1000 | LB | 9 | Steel Reinforcement #7 bar size uncoated | 1000 | LB | ||||||
| 10 | Steel Reinforcement #7 bar size epoxy coated | 1000 | LB | 10 | Steel Reinforcement #7 bar size epoxy coated | 1000 | LB | ||||||
| 11 | Steel Reinforcement #8 bar size uncoated | 1000 | LB | 11 | Steel Reinforcement #8 bar size uncoated | 1000 | LB | ||||||
| 12 | Steel Reinforcement #8 bar size epoxy coated | 1000 | LB | 12 | Steel Reinforcement #8 bar size epoxy coated | 1000 | LB | ||||||
| 13 | Tie Wire Roll uncoated | 10 | EA | 13 | Tie Wire Roll uncoated | 10 | EA | ||||||
| 14 | Tie Wire Roll epoxy coated | 10 | EA | 14 | Tie Wire Roll epoxy coated | 10 | EA | ||||||
| 15 | Uncoated Steel Wire Ties | 10 | EA | 15 | Uncoated Steel Wire Ties | 10 | EA | ||||||
| 16 | Epoxy coated Steel Wire Ties | 10 | EA | 16 | Epoxy coated Steel Wire Ties | 10 | EA | ||||||
| 17 | 2" Rebar Chair uncoated | 10 | EA | 17 | 2" Rebar Chair uncoated | 10 | EA | ||||||
| 18 | 2" Rebar Chair epoxy coated | 10 | EA | 18 | 2" Rebar Chair epoxy coated | 10 | EA | ||||||
| 19 | Steel Reinforcement Bending #3 bar size | 10 | EA | 19 | Steel Reinforcement Bending #3 bar size | 10 | EA | ||||||
| 20 | Steel Reinforcement Bending #4 bar size | 10 | EA | 20 | Steel Reinforcement Bending #4 bar size | 10 | EA | ||||||
| 21 | Steel Reinforcement Bending #5 bar size | 10 | EA | 21 | Steel Reinforcement Bending #5 bar size | 10 | EA | ||||||
| 22 | Steel Reinforcement Bending #6 bar size | 10 | EA | 22 | Steel Reinforcement Bending #6 bar size | 10 | EA | ||||||
| 23 | Steel Reinforcement Bending #7 bar size | 10 | EA | 23 | Steel Reinforcement Bending #7 bar size | 10 | EA | ||||||
| 24 | Steel Reinforcement Bending #8 bar size | 10 | EA | 24 | Steel Reinforcement Bending #8 bar size | 10 | EA | ||||||
| District 2 Total | District 8 Total | ||||||||||||
| Line | Description | Est. Qty. | UOM | Unit Price | Extended Total | Line | Description | Est. Qty. | UOM | Unit Price | Extended Total | ||
| DISTRICT 3 | 1 | Steel Reinforcement #3 bar size uncoated | 1000 | LB | DISTRICT 9 | 1 | Steel Reinforcement #3 bar size uncoated | 1000 | LB | ||||
| 2 | Steel Reinforcement #3 bar size epoxy coated | 1000 | LB | 2 | Steel Reinforcement #3 bar size epoxy coated | 1000 | LB | ||||||
| 3 | Steel Reinforcement #4 bar size uncoated | 1000 | LB | 3 | Steel Reinforcement #4 bar size uncoated | 1000 | LB | ||||||
| 4 | Steel Reinforcement #4 bar size epoxy coated | 1000 | LB | 4 | Steel Reinforcement #4 bar size epoxy coated | 1000 | LB | ||||||
| 5 | Steel Reinforcement #5 bar size uncoated | 1000 | LB | 5 | Steel Reinforcement #5 bar size uncoated | 1000 | LB | ||||||
| 6 | Steel Reinforcement #5 bar size epoxy coated | 1000 | LB | 6 | Steel Reinforcement #5 bar size epoxy coated | 1000 | LB | ||||||
| 7 | Steel Reinforcement #6 bar size uncoated | 1000 | LB | 7 | Steel Reinforcement #6 bar size uncoated | 1000 | LB | ||||||
| 8 | Steel Reinforcement #6 bar size epoxy coated | 1000 | LB | 8 | Steel Reinforcement #6 bar size epoxy coated | 1000 | LB | ||||||
| 9 | Steel Reinforcement #7 bar size uncoated | 1000 | LB | 9 | Steel Reinforcement #7 bar size uncoated | 1000 | LB | ||||||
| 10 | Steel Reinforcement #7 bar size epoxy coated | 1000 | LB | 10 | Steel Reinforcement #7 bar size epoxy coated | 1000 | LB | ||||||
| 11 | Steel Reinforcement #8 bar size uncoated | 1000 | LB | 11 | Steel Reinforcement #8 bar size uncoated | 1000 | LB | ||||||
| 12 | Steel Reinforcement #8 bar size epoxy coated | 1000 | LB | 12 | Steel Reinforcement #8 bar size epoxy coated | 1000 | LB | ||||||
| 13 | Tie Wire Roll uncoated | 10 | EA | 13 | Tie Wire Roll uncoated | 10 | EA | ||||||
| 14 | Tie Wire Roll epoxy coated | 10 | EA | 14 | Tie Wire Roll epoxy coated | 10 | EA | ||||||
| 15 | Uncoated Steel Wire Ties | 10 | EA | 15 | Uncoated Steel Wire Ties | 10 | EA | ||||||
| 16 | Epoxy coated Steel Wire Ties | 10 | EA | 16 | Epoxy coated Steel Wire Ties | 10 | EA | ||||||
| 17 | 2" Rebar Chair uncoated | 10 | EA | 17 | 2" Rebar Chair uncoated | 10 | EA | ||||||
| 18 | 2" Rebar Chair epoxy coated | 10 | EA | 18 | 2" Rebar Chair epoxy coated | 10 | EA | ||||||
| 19 | Steel Reinforcement Bending #3 bar size | 10 | EA | 19 | Steel Reinforcement Bending #3 bar size | 10 | EA | ||||||
| 20 | Steel Reinforcement Bending #4 bar size | 10 | EA | 20 | Steel Reinforcement Bending #4 bar size | 10 | EA | ||||||
| 21 | Steel Reinforcement Bending #5 bar size | 10 | EA | 21 | Steel Reinforcement Bending #5 bar size | 10 | EA | ||||||
| 22 | Steel Reinforcement Bending #6 bar size | 10 | EA | 22 | Steel Reinforcement Bending #6 bar size | 10 | EA | ||||||
| 23 | Steel Reinforcement Bending #7 bar size | 10 | EA | 23 | Steel Reinforcement Bending #7 bar size | 10 | EA | ||||||
| 24 | Steel Reinforcement Bending #8 bar size | 10 | EA | 24 | Steel Reinforcement Bending #8 bar size | 10 | EA | ||||||
| District 3 Total | District 9 Total | ||||||||||||
| Line | Description | Est. Qty. | UOM | Unit Price | Extended Total | Line | Description | Est. Qty. | UOM | Unit Price | Extended Total | ||
| DISTRICT 4 | 1 | Steel Reinforcement #3 bar size uncoated | 1000 | LB | DISTRICT 10 | 1 | Steel Reinforcement #3 bar size uncoated | 1000 | LB | ||||
| 2 | Steel Reinforcement #3 bar size epoxy coated | 1000 | LB | 2 | Steel Reinforcement #3 bar size epoxy coated | 1000 | LB | ||||||
| 3 | Steel Reinforcement #4 bar size uncoated | 1000 | LB | 3 | Steel Reinforcement #4 bar size uncoated | 1000 | LB | ||||||
| 4 | Steel Reinforcement #4 bar size epoxy coated | 1000 | LB | 4 | Steel Reinforcement #4 bar size epoxy coated | 1000 | LB | ||||||
| 5 | Steel Reinforcement #5 bar size uncoated | 1000 | LB | 5 | Steel Reinforcement #5 bar size uncoated | 1000 | LB | ||||||
| 6 | Steel Reinforcement #5 bar size epoxy coated | 1000 | LB | 6 | Steel Reinforcement #5 bar size epoxy coated | 1000 | LB | ||||||
| 7 | Steel Reinforcement #6 bar size uncoated | 1000 | LB | 7 | Steel Reinforcement #6 bar size uncoated | 1000 | LB | ||||||
| 8 | Steel Reinforcement #6 bar size epoxy coated | 1000 | LB | 8 | Steel Reinforcement #6 bar size epoxy coated | 1000 | LB | ||||||
| 9 | Steel Reinforcement #7 bar size uncoated | 1000 | LB | 9 | Steel Reinforcement #7 bar size uncoated | 1000 | LB | ||||||
| 10 | Steel Reinforcement #7 bar size epoxy coated | 1000 | LB | 10 | Steel Reinforcement #7 bar size epoxy coated | 1000 | LB | ||||||
| 11 | Steel Reinforcement #8 bar size uncoated | 1000 | LB | 11 | Steel Reinforcement #8 bar size uncoated | 1000 | LB | ||||||
| 12 | Steel Reinforcement #8 bar size epoxy coated | 1000 | LB | 12 | Steel Reinforcement #8 bar size epoxy coated | 1000 | LB | ||||||
| 13 | Tie Wire Roll uncoated | 10 | EA | 13 | Tie Wire Roll uncoated | 10 | EA | ||||||
| 14 | Tie Wire Roll epoxy coated | 10 | EA | 14 | Tie Wire Roll epoxy coated | 10 | EA | ||||||
| 15 | Uncoated Steel Wire Ties | 10 | EA | 15 | Uncoated Steel Wire Ties | 10 | EA | ||||||
| 16 | Epoxy coated Steel Wire Ties | 10 | EA | 16 | Epoxy coated Steel Wire Ties | 10 | EA | ||||||
| 17 | 2" Rebar Chair uncoated | 10 | EA | 17 | 2" Rebar Chair uncoated | 10 | EA | ||||||
| 18 | 2" Rebar Chair epoxy coated | 10 | EA | 18 | 2" Rebar Chair epoxy coated | 10 | EA | ||||||
| 19 | Steel Reinforcement Bending #3 bar size | 10 | EA | 19 | Steel Reinforcement Bending #3 bar size | 10 | EA | ||||||
| 20 | Steel Reinforcement Bending #4 bar size | 10 | EA | 20 | Steel Reinforcement Bending #4 bar size | 10 | EA | ||||||
| 21 | Steel Reinforcement Bending #5 bar size | 10 | EA | 21 | Steel Reinforcement Bending #5 bar size | 10 | EA | ||||||
| 22 | Steel Reinforcement Bending #6 bar size | 10 | EA | 22 | Steel Reinforcement Bending #6 bar size | 10 | EA | ||||||
| 23 | Steel Reinforcement Bending #7 bar size | 10 | EA | 23 | Steel Reinforcement Bending #7 bar size | 10 | EA | ||||||
| 24 | Steel Reinforcement Bending #8 bar size | 10 | EA | 24 | Steel Reinforcement Bending #8 bar size | 10 | EA | ||||||
| District 4 Total | District 10 Total | ||||||||||||
| Line | Description | Est. Qty. | UOM | Unit Price | Extended Total | Line | Description | Est. Qty. | UOM | Unit Price | Extended Total | ||
| DISTRICT 5 | 1 | Steel Reinforcement #3 bar size uncoated | 1000 | LB | DISTRICT 11 | 1 | Steel Reinforcement #3 bar size uncoated | 1000 | LB | ||||
| 2 | Steel Reinforcement #3 bar size epoxy coated | 1000 | LB | 2 | Steel Reinforcement #3 bar size epoxy coated | 1000 | LB | ||||||
| 3 | Steel Reinforcement #4 bar size uncoated | 1000 | LB | 3 | Steel Reinforcement #4 bar size uncoated | 1000 | LB | ||||||
| 4 | Steel Reinforcement #4 bar size epoxy coated | 1000 | LB | 4 | Steel Reinforcement #4 bar size epoxy coated | 1000 | LB | ||||||
| 5 | Steel Reinforcement #5 bar size uncoated | 1000 | LB | 5 | Steel Reinforcement #5 bar size uncoated | 1000 | LB | ||||||
| 6 | Steel Reinforcement #5 bar size epoxy coated | 1000 | LB | 6 | Steel Reinforcement #5 bar size epoxy coated | 1000 | LB | ||||||
| 7 | Steel Reinforcement #6 bar size uncoated | 1000 | LB | 7 | Steel Reinforcement #6 bar size uncoated | 1000 | LB | ||||||
| 8 | Steel Reinforcement #6 bar size epoxy coated | 1000 | LB | 8 | Steel Reinforcement #6 bar size epoxy coated | 1000 | LB | ||||||
| 9 | Steel Reinforcement #7 bar size uncoated | 1000 | LB | 9 | Steel Reinforcement #7 bar size uncoated | 1000 | LB | ||||||
| 10 | Steel Reinforcement #7 bar size epoxy coated | 1000 | LB | 10 | Steel Reinforcement #7 bar size epoxy coated | 1000 | LB | ||||||
| 11 | Steel Reinforcement #8 bar size uncoated | 1000 | LB | 11 | Steel Reinforcement #8 bar size uncoated | 1000 | LB | ||||||
| 12 | Steel Reinforcement #8 bar size epoxy coated | 1000 | LB | 12 | Steel Reinforcement #8 bar size epoxy coated | 1000 | LB | ||||||
| 13 | Tie Wire Roll uncoated | 10 | EA | 13 | Tie Wire Roll uncoated | 10 | EA | ||||||
| 14 | Tie Wire Roll epoxy coated | 10 | EA | 14 | Tie Wire Roll epoxy coated | 10 | EA | ||||||
| 15 | Uncoated Steel Wire Ties | 10 | EA | 15 | Uncoated Steel Wire Ties | 10 | EA | ||||||
| 16 | Epoxy coated Steel Wire Ties | 10 | EA | 16 | Epoxy coated Steel Wire Ties | 10 | EA | ||||||
| 17 | 2" Rebar Chair uncoated | 10 | EA | 17 | 2" Rebar Chair uncoated | 10 | EA | ||||||
| 18 | 2" Rebar Chair epoxy coated | 10 | EA | 18 | 2" Rebar Chair epoxy coated | 10 | EA | ||||||
| 19 | Steel Reinforcement Bending #3 bar size | 10 | EA | 19 | Steel Reinforcement Bending #3 bar size | 10 | EA | ||||||
| 20 | Steel Reinforcement Bending #4 bar size | 10 | EA | 20 | Steel Reinforcement Bending #4 bar size | 10 | EA | ||||||
| 21 | Steel Reinforcement Bending #5 bar size | 10 | EA | 21 | Steel Reinforcement Bending #5 bar size | 10 | EA | ||||||
| 22 | Steel Reinforcement Bending #6 bar size | 10 | EA | 22 | Steel Reinforcement Bending #6 bar size | 10 | EA | ||||||
| 23 | Steel Reinforcement Bending #7 bar size | 10 | EA | 23 | Steel Reinforcement Bending #7 bar size | 10 | EA | ||||||
| 24 | Steel Reinforcement Bending #8 bar size | 10 | EA | 24 | Steel Reinforcement Bending #8 bar size | 10 | EA | ||||||
| District 5 Total | District 11 Total | ||||||||||||
| Line | Description | Est. Qty. | UOM | Unit Price | Extended Total | Line | Description | Est. Qty. | UOM | Unit Price | Extended Total | ||
| DISTRICT 6 | 1 | Steel Reinforcement #3 bar size uncoated | 1000 | LB | DISTRICT 12 | 1 | Steel Reinforcement #3 bar size uncoated | 1000 | LB | ||||
| 2 | Steel Reinforcement #3 bar size epoxy coated | 1000 | LB | 2 | Steel Reinforcement #3 bar size epoxy coated | 1000 | LB | ||||||
| 3 | Steel Reinforcement #4 bar size uncoated | 1000 | LB | 3 | Steel Reinforcement #4 bar size uncoated | 1000 | LB | ||||||
| 4 | Steel Reinforcement #4 bar size epoxy coated | 1000 | LB | 4 | Steel Reinforcement #4 bar size epoxy coated | 1000 | LB | ||||||
| 5 | Steel Reinforcement #5 bar size uncoated | 1000 | LB | 5 | Steel Reinforcement #5 bar size uncoated | 1000 | LB | ||||||
| 6 | Steel Reinforcement #5 bar size epoxy coated | 1000 | LB | 6 | Steel Reinforcement #5 bar size epoxy coated | 1000 | LB | ||||||
| 7 | Steel Reinforcement #6 bar size uncoated | 1000 | LB | 7 | Steel Reinforcement #6 bar size uncoated | 1000 | LB | ||||||
| 8 | Steel Reinforcement #6 bar size epoxy coated | 1000 | LB | 8 | Steel Reinforcement #6 bar size epoxy coated | 1000 | LB | ||||||
| 9 | Steel Reinforcement #7 bar size uncoated | 1000 | LB | 9 | Steel Reinforcement #7 bar size uncoated | 1000 | LB | ||||||
| 10 | Steel Reinforcement #7 bar size epoxy coated | 1000 | LB | 10 | Steel Reinforcement #7 bar size epoxy coated | 1000 | LB | ||||||
| 11 | Steel Reinforcement #8 bar size uncoated | 1000 | LB | 11 | Steel Reinforcement #8 bar size uncoated | 1000 | LB | ||||||
| 12 | Steel Reinforcement #8 bar size epoxy coated | 1000 | LB | 12 | Steel Reinforcement #8 bar size epoxy coated | 1000 | LB | ||||||
| 13 | Tie Wire Roll uncoated | 10 | EA | 13 | Tie Wire Roll uncoated | 10 | EA | ||||||
| 14 | Tie Wire Roll epoxy coated | 10 | EA | 14 | Tie Wire Roll epoxy coated | 10 | EA | ||||||
| 15 | Uncoated Steel Wire Ties | 10 | EA | 15 | Uncoated Steel Wire Ties | 10 | EA | ||||||
| 16 | Epoxy coated Steel Wire Ties | 10 | EA | 16 | Epoxy coated Steel Wire Ties | 10 | EA | ||||||
| 17 | 2" Rebar Chair uncoated | 10 | EA | 17 | 2" Rebar Chair uncoated | 10 | EA | ||||||
| 18 | 2" Rebar Chair epoxy coated | 10 | EA | 18 | 2" Rebar Chair epoxy coated | 10 | EA | ||||||
| 19 | Steel Reinforcement Bending #3 bar size | 10 | EA | 19 | Steel Reinforcement Bending #3 bar size | 10 | EA | ||||||
| 20 | Steel Reinforcement Bending #4 bar size | 10 | EA | 20 | Steel Reinforcement Bending #4 bar size | 10 | EA | ||||||
| 21 | Steel Reinforcement Bending #5 bar size | 10 | EA | 21 | Steel Reinforcement Bending #5 bar size | 10 | EA | ||||||
| 22 | Steel Reinforcement Bending #6 bar size | 10 | EA | 22 | Steel Reinforcement Bending #6 bar size | 10 | EA | ||||||
| 23 | Steel Reinforcement Bending #7 bar size | 10 | EA | 23 | Steel Reinforcement Bending #7 bar size | 10 | EA | ||||||
| 24 | Steel Reinforcement Bending #8 bar size | 10 | EA | 24 | Steel Reinforcement Bending #8 bar size | 10 | EA | ||||||
| District 6 Total | District 12 Total |
&LVendor:________________________________________ &C&P of &N
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